SW6241007_Plansheet - SCM Detail_20241111

V / I 1 I
\ / IL 1 I
IN ET PIP WITH \\ / I I I 4,000 PSI
RI -RAP APRO
I I CONCRETE COLLAR
PVC
C
'< r;° EXTEND 3' 4, a' o EXTEND 3"
G166.2C INV=151.52 I \/ 3 PVC SCREW CAP PVC ,e >" THROUGH
IN + \ L I FOR CLEANING ACCESS ', , THROUGH :. CONCRETE
O T: 15 .3'± °°° \ — — — — -1 COLLAR
151.52 METAL
— — — I :i•" CONCRETE
_ F E N C E L I � 3� x 3' PVC TEE coLu►R ��'� •�
— — — 1+00 L \ CLASS B PERM. POND ELEV=1520 :
RIP-RAP
D E \ `
24 _ \ 2.0' 12"
0+00 ,, ;, r 'a•. ;•,'
3" OUTLET PIPE k An
GABION BERM • \\ 12" MIN.
WITH CLASS B D ��, , •' I 24"
RIP-RAP ,�,` ;;, �; r -I
0 12" 4,000 PSI
CONCRETE COLLAR
3+48 \ GABION RIP-RAP 3' DIA. STUB PIPE
3+00 SCALE: N.T.S.
PVC DRAIN /CONCRETE COLLAR - SECTION CONCRETE COLLAR - ELEVATION
y SCALE: N.T.S. SCALE: N.T.S.
MAIN 1..,,:•!.: \
r /
POND CIO \/
AREA
� \ C C
15' WIDE w o U ,'n
z v
CLASS B RIPRAP o Q �� � °' � o
EMERGENCY SPILLWAY s \ PROP o o
GRADE coo N N c�CD oCz
a o J c c
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0 0
RAEFORD DEVELOPMENT COMPANY ° EX o o CIO CID
DB 1444,PG 70 GRADE
PB4178,PG5(TRACTA) SOD AREAS ABOVE LITORAL SHELF <C-a C-0 'n Ln Ln
PIN494650301225 NORMAL POOL AREA=4,205 SF 70 170
_ EELVATION REFER TO DETAIL
°
FOR PLANTINGS
°°
oo
°°° TOP OF EMBANKMENT
ELEV=154.0 165 165 J
a
W
127 1 \
\TE: 18 .0 ' \\
�178.
1 8.7+17 .0' 160 _3:1 SLOPE 160 CA z'± � \ W J
B \ \ //
PVC COLLAR & W Q
3:1 SLOPE CONCRETE COLLAR W Q U
155 155 =
a
`—' a O
a - a � LLz
�. 150 Zek N, 150 � �pq W o 0
C LK.:': .•.:. 6:1 SLOPE
o - W
~ Q B#2 2 LL
2:1 SLOPE
RAT : 18 .11'
I A: 79. ,+ GABION BERM a � W
_ a
IN(B): 79.9 CLASS B RIP-RAP 6:1 SLOPE
-0+50 0+00 1+00 2+00 3+00 2:1 SLOPE 4+00 4+50
cc
PLAN VIEW
O
SCM PROFILE VIEW
HORIZONTAL SCALE: VI
VERTICAL SCALE: 1"=5'
5'
EMBANKMENT WIDTH
PRELIMINARY
6" TOPSOIL FOR ALL PVC ELBOW DO NOT
AREAS ABOVE THE SEE DETAIL THIS SHEET
NORMAL POND ELEVATION CONNECT SKIMMER DEVICE TO USE FOR
3* OUTLET PE DURING CONSTRUCTION PHASE,
REMOVE SKIMMER AND PROVIDES OUTLET TEE TO CONSTRUCTION
CONVERT SEDIMENT POND TO SCM.
TOP OF EMBANKMENT ELEVATION=154.0
6r��% % \\ 3
2 \\�\�\\�\� \�\�\\\\�\ NOTE: PUMPS SHALL BE USED TO DRAIN
\ 10 YEAR STORM ELEVATION=153.33 }+j4""'+r
_\\\ii\\\ii \ THE FOREBAY WHEN NECESSARY. i +r
\\\%\�\ '\\\ \�'— WIDTH AT TOP = 2 FT REFER TO DETAIL THIS SHEET FOR DEWATERING REQUIREMENTS. +* 1 Rod
i �i 1 FOREBAY TOP ELE1N 152.5 {{ ''
6" TOPSOIL INV=1520 ."''' S5� •• +
ABOVE NORMAL:\\\ 1 YEAR STORM ELEVAl10N=15265 'o�' 0,4,•.,•
POOL�i\\\�\i\\\�i ;; ri
' ' EXISTING GRADE=f153.0 \, y� ��� "• SEAL
CLASS BRIP-RAP SEDIMENT STORAGE TOP \\\\� 4
ii \ OVER FILTER FABRIC O FOREBAY BOTTOM NORMAL POND ELEVATION NORMAL POND ELEVATION=1520
4' WIDE WEIR AT ELEV=151.0 �p ELEV=147.5 �\\\��i �rt �, ,�- � • �`
\ \\ \\ \ \\ \\ \ \/ �� �� �� / 6:1 BOTTOM LITTORAL / /
/
/ rx
� � �' � SHELf ELEV. 151.0' �� � � �\\\ :,
STORMWATER MANAGEMENT SYSTEM DETAILS \�\ „ \\\ \\\ \\�\\' .' ,y• i. .'�
1 NOT TO SCALE �\ (� / (\) / \\) / p \
2 �1 \ 6" TOPSOIL FOR ALL .
\\\ \\\ \\ \\\i\\\ \i \ i \\ \\\�\� \ \�\ \ \\
p /\\\� AREAS ABOVE THE
� NORMAL POND ELEVATION
BOTTOM OF SEDIMENT p \\\ PLAN STATUS
BOTTOM OF POND TOP OF SEDIMENT STORAGE-_14&0 �p STORAGEAj/j l0 17 2024 1ST SUBMITTAL
r SCH 40 PVC WITH WATER TIGHT SEAL \\\ \�� �� \� '�\ ' \\\' \\%�\\% '\%�
PIPE TO BE BEDDED
\\\��
PER DIRECTION a GEOTECHNICAL ` \\���\\\�� p FOREBAY
O \\\� %\�\\ (BOTTOM OF SEDIMENT STORAGE)=147.0 n�
ENGINEER
'1 ELEV=151.0 i �\� _ i �\�" � i �\�\ �• /y ii i �i
BEFORE YOU DIG ® \M\
O \�� \\
Q
CONCRETE COLLAR
_ _ \\ _\\\ _\\ _�� BOTTOM OF SEDIMENT
CALL 1 800 632-4949 \� \\\���\\\\����\\\��\��\\\\�'\\\\\\�\�\�STO P
DATE DESCRIPTION
\\\�� \ FOREBAY ENTRANCE SHALL BE S1T)<tAGE/ENIRANCE
N.C. ONE—CALL CENTER Know what's below. 50'-3" SCH 40 PVC 0100X \\���� DEEPER THAN FOREBAY EXIT ELE1-146'5 DS KXO DS
IT'S THE LAW DESIGN DRAWN CHKD
Call before you dig. PROFILE OF WET POND DETENTION SYSTEM SCALE T 1" = 30'
V: 1" = 5'
SCALE: N.T.S. OB No. 220198-01-010
GRAPHIC SCALE DATE OCTOBER 17, 2024
30 0 15 30 60 120
FILE No.
( IN FEET ) C3.0
1 inch = 30 ft. SHEET
Cad file name: V:\220198 — J&K General Contractor, Inc\220198-01-010 (ENG) — Shahbain Farms Posey Farm Rd Raeford NC\Engineering\En gin eering Plans\Construction Documents\220198-01-010—SWD.dwg

CONSTRUCTION SEQUENCE
FOR WET DETENTION POND:
1. INSTALL EROSION CONTROLS.
LTER MEDIA (SEE NOTE 2)
2. CONSTRUCT DAM BASE AND AREAS BELOW THE
SILT FENCE AS NEEDED LIMP NORMAL POOL. CONSTRUCTION TO BE
PERFORMED UNDER THE INSPECTION Of THE
FLO GEOTECHNICAL ENGINEER. SEED UPON tu
COMPLETION.
3. INSTALL OUTLET PIPE, RIP-RAP APRON AND
STONE FILTER RING.
4. CONSTRUCT OUTLET STRUCTURE.
NOTES: ATER LEVEL 5. REMOVE ACCUMULATED SEDIMENT AND SEED
UPON COMPLETION.
1. PRIOR TO INSTALLATION, MANUFACTURER SPECIFICATIONS Of FILTER MEDIA SHALL BE RENEWED TO
ENSURE THAT DISCHARGE FROM FILTER MEDIA SHALL MEET OR EXCEED THE PROVISIONS Of THE CLEAN
WATER ACT. (STORMWATER MANAGEMENT NOTES:
2. ENSURE THAT PUMP PRESSURE DOES NOT EXCEED FILTER MEDIA PRESSURE RATING. 1. THE DEVELOPER OR HIS AGENT SHALL CONTACT THE DESIGN ENGINEER WHEN
3. FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION DEVICES, RATED FILTER FABRIC THE BEST MANAGEMENT PRACTICE(S) ARE CONSTRUCTED AND ABOUT TO
BAGS OR POLYMER BASED DEWATERING PRACTICES. BECOME OPERATIONAL SO A FINAL INSPECTION CAN BE PERFORMED TO
DETERMINE COMPLIANCE WITH THE APPROVED PLAN CAN BE PERFORMED.
4. PUMP STRAINER SHALL NOT BE IN CONTACT WITH BOTTOM Of POND. 2. ANNUAL MAINTENANCE INSPECTION AND REPORT REQUIRED - THE OWNER OF
A PERMITTED STRUCTURAL STORMWATER BMP/CONTROL SHALL ANNUALLY
SUBMIT A ANDEACH BMP TO THE
BMP POND DEWATERING LOW POINT STORMWATERINTENANCE ADMNIISTRATOR.IN S ANNUAL SPECTIONINSPPECTIO REPORTO SHALL BEGIN WITHIN
ONE YEAR Of THE RECORDATION Of ANY DEED(S) SHOWING STORMWATER
BMPs/CONTROL STRUCTURES.
3. UPON COMPLETION Of THE PROJECT, AND BEFORE A CERTIFICATE OF
OCCUPANCY SHALL BE GRANTED, THE ENGINEER OF RECORD SHALL CERTIFY
THAT THE COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVED
STORMWATER MANAGEMENT PLANS AND DESIGNS.
4. A FINAL INSPECTION Of THE SITE AND STORMWATER MANAGEMENT
BMP/CONTROLS TO BE SCHEDULED WITH AND COMPLETED BY THE PROJECT
ENGINEER.
5. NCDEQ AND THEIR ASSIGNS HAVE RIGHT TO ACCESS THE STORMWATER
STORMWATER MANAGEMENT DESIGN WET DETENTION PONT--) CONTROL(s) FOR INSPECTIONS OR MAINTENANCE AS NECESSARY.
RIVER BASIN: CAPE FEAR 6. THE ENGINEER'S CERTIFICATION Of COMPLETION WILL BE REQUIRED PRIOR TO -6 -6
RECEIVING STREAM: PUPPY CREEK THE FINAL PLAT OR CERTIFICATE Of OCCUPANCY. THE STORMWATER n M o �:i
CONTROL IS TO BE INSPECTED TO ENSURE IT IS FUNCTIONING AS DESIGNED its o CZ
STREAM INDEX: 18-31-19 � p � to C
STREAM CLASS: C AND HAS FULL DESIGN VOLUME PRIOR TO ISSUANCE Of THE FINAL - co
HUC: 0303000406 CERTIFICATE Of OCCUPANCY. o N co o to
0
PROJECT COORDINATES: 34.986067N, -79.121225CZ
'W 7. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE STORMWATER U Ir Z 6 U
CONTROLS(s) ACCORDING TO THE APPROVED MAINTENANCE PLAN AND _ cts F
POND DESIGN SUMMARY DIRECTION Of NCDEQ. Z m C,) Z
DRAINAGE AREA TO POND: 17.54 ACRES w ai o
SITE IMPERVIOUS AREA TO POND: 5.12 ACRES ro o _j
OFF-SITE DESIGN IMPERVIOUS AREA TO POND: 0.0 ACRES E E
TOTAL DESIGN IMPERVIOUS AREA TO POND: 5.12 ACRES o 0
m m
PRE-DEVELOPED POST-DEVELOPED POST DEVELOPED
TO POND TO POND THROUGH POND
DRAINAGE AREA: 17.5 AC 17.5 AC
CURVE NUMBER: 55.0 68
TIME OF CONCENTRATION: 10 MIN 10 MIN
1-YEAR STORM EVENT: 1.548 CFS 14.31 CFS 0.739 CFS
10-YEAR STORM EVENT: 27.45 CFS 55.12 CFS 24.28 CFS
The entire SCM TrashIdehris is present- Remove[he trashldebns.
Rugradc lire;soil if necessary to
Areas of bare soil andlor remove the gully,plern ground
The perimeter of the+wr pond erosive yullics have farmed. cover and water until It is
established. Provide Gme and UJI
a anytime fertilizer application. Q
STAGE/STORAGE TABLE uncl❑fl the.Pipe. DisposeC)f Th z
e inlet pipe is clogged(if the sediment in a location
STAGE F ELEVATION CONTOUR AREA INCREMENTAL TOTAL STORAGE applicable). where it will not cause impacts 7 _
( � ( (SF) STORAGE (CF) (CF) to streams or the SCM. Z J
0.0 148.0 1200 0 0 The inlet pipe Is cracked or LU
olYerwise damages(if Repair or eplace the pipe. C Q
3.0 151.0 32000 39393 39393 The inlet device applirahle). Q
4.0 152.0 35420 33692 73M w �T 0 V
5.0 153.0 1 38250 1 36822 1 109907 Regrada the Swale if necessary
6.0 154.0 1 41000 1 39613 1 149520 Erosion is occurring in the and provide erosion control
Swale(if applicable). devices such as reinforced turf
matting or riprap to avoid future 7
erosion problems. a
Search far the source of Ile: < LL O
Sediment has accumulated to a sediment and remedy the M
dupth[jruutcr than Ilx;original problem if possible. Remove w w
design depth for sediment the sediment and dispose of it
storage in a location where it will not
ca SEEDBED PREPARATION: Treforebay theSCMpaclstastnamsarUJI O0- O
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE SOIL CONDITIONS, If Provide additional erasion LLJ
AVAILABLE. protectior such as reinforces
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP. Erosion has occurred, turf matting or riprap if needed <
3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE REASONABLY SMOOTH AND to prover!tfuture erosion V 1
UNIFORM. prol,lum..'. C
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL(SEE SEEDING C
MIXTURE). Remove the wesos,prefers aly
5. CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED FOUR TO SIX Weeds are present by hand. If pesticidu is used, O
INCHES DEEP. . wipe it on the plants rather'�s�
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK spraying.
AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. Best professional practices
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RE-SEEDINGS WITHIN THE PLANTING SEASON, If show that pruning is needed to Prune according to hest
POSSIBLE. If STAND SHOULD BE MORE THAN 60%DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, muinlaw optirrral pfuuft health. professional practices.
FERTILIZER AND SEEDING RATES.
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT Determine the source ot tra
COVER IS ESTABLISHED. problem: sails:hydrology,
disease,etc. Remedythe
SHALLOW LAND ZONE LANDSCAPING NOTES: Plantsaredead,diseased or problem and replace plants.
HERBACEOUS PLANTS SHALLOW WATER ZONE ALL LANDSCAPING SHALL BE IN COMPLIANCE WITH THE NCDEQ BMP REQUIREMENTS. The vegetated shelf dying. Provide a onetime fertilizer
HERBACEOUS PLANTS app ic=rlian to estab1m;II the
grour:d ever if a soil test
LANDSCAPE CONTRACTOR SHALL PROVIDE A TWO-YEAR WARRANTY FOR BMP PLANTING SURVIVAL/REPLACEMENT. indka[es it is necessary.
POND AT THE END Of THE FIRST YEAR AND AT THE END Of THE TWO-YEAR WARRANTY PERIOD, ALL PLANTS THAT DO NOT Remove the weeds,preferabty PRELIMINARY
(NORMAL POOL) SURVIVE MUST BE REPLACED. by hand. If pesticide is used, DO NOT
1 L- Weeds are present. wipu it un the plants.,:liar:I,c:•,
6 ESTABLISHMENT PROCEDURES, SUCH AS CONTROL Of INVASIVE WEEDS, ANIMAL AND VANDAL DAMAGE, MULCHING, spraying.
RE-STAKING, WATERING, AND MESH OR TUBE PROTECTION REPLACEMENT, SHALL BE IMPLEMENTED TO THE EXTEND USE FOR
NEEDED TO ENSURE PLANT SURVIVAL STAKING MUST BE REMOVED AFTER ESTABLISHMENT (APPROXIMATELY 12 Search for the source of the CONSTRUCTION
MONTHS), TO PREVENT GIRDLING (STRANGLING) Of ALL WOODY PLANTS. sediment and remedy the
Sediment has accumulated to a probem if possible. Remove
PLANTING NURSERY PLANTING depth Sjruatcr than the urigi nil I tha sudimenL and dispose of it
SCIENTIFIC NAME COMMON NAME QUANTITY SPACING SOD WITHIN BMP AND SURROUNDING AREAS TO BE BERMUDA OR CENTIPEDE GRASS. design sediment storage depth. in a%ocatlun where h will not
ZONE CONTAINER TYPE SEASON cause impacts to streams or
GRASS OR WILDFLOWER SEED MUST BE APPLIED AT THE RATES SPECIFIED BY THE SUPPLIERS. If PLANT the SCM.
Acorus americanus Sweetflag ESTABLISHMENT CANNOT BE ACHIEVED WITH SEEDING BY THE TIME Of SUBSTANTIAL COMPLETION Of THE STORMWATER
s+i 4■r r"p
FACILITY PORTION Of THE PROJECT, THEN THE CONTRACTOR SHALL PLANT THE AREA WITH WILDFLOWER SOD, PLUGS, The rrair.treatment area �� 'r
Consult a professional to � C{{R �*
CONTAINER PLANTS, OR OTHER MEANS TO COMPLETE THE SPECIFIED PLANTING AND PROTECT AGAINST EROSION Alga:growth Covers over 5096 .+
Alisma subcordatum Water Plantain BEFORE WATER IS ALLOWED TO ENTER THE STORMWATER BMP FACILITY. of:he area. remove and control the algal •Fp`s � .,
Hydrolea quadrivalvis Waterpod ALL MATERIALS SHALL BE ACQUIRED FROM AN APPROVED NCDEQ PLANT VENDOR. PLANT MATERIAL SHOULD BE
0attalls,phragrnhes or other Remove the plants bywipirg SEAL
PURCHASED FROM A LOCAL SOURCE TO ENSURE SURVIVABILITY. LOCAL VENDORS FOR THIS SITE INCLUDE:
invasive plants cover 50%of them with pesticide(do not � �4��7 I AN
Iris virginiea Waterpod Blue flag iris - CILL IDE NATIVE PLANT NURSERY 919-662-5566 the basin surface. spray).
- GROWING WILD NURSERY 910-259-6361
- NC FOREST SERVICE 919-731-7988 �i' 4'611�T� •.+e�` ,`'
Juncus effusus var. _ _ _ Shrubs he st avarted La!row On
solutes P)Aaei or Softrush - TARHEELNATIV PLANT S TREES NURSERY 919-772-4794 the emhankment. I Remove shrubs immediately. •*' `� .. �w
.�+
Ludwigia spp. Primrose willow ult arofessio professional to
IMMEDIATELY AFTER THE WET DETENTION BASIN IS ESTABLISHED, THE PLANTS ON THE VEGETATED SHELF AND Cons
Evidence of muskrat or beatirer �..
PERIMETER Of THE BASIN SHOULD BE WATERED TWICE WEEKLY If NEEDED UNTIL THE PLANTS BECOME ESTABLISHED the embankment artivily is pre remove muskrats or beaverssent. and repair any holes or erosion.
Peltandra virginica Arrow arum (COMMONLY SIX WEEKS)
NO PORTION Of THE WET DETENTION POND SHOULD BE FERTILIZED AFTER THE FIRST INITIAL FERTILIZATION THAT IS A tree has staled to grow on Consult a dam safety specialist PLAN STATUS
Pontederia cordata Pickerelweed REQUIRED TO ESTABLISH THE PLANTS ON THE VEGETATED SHELF. the embankment. to remove the tree.
SHALLOW WATER 1056 PEAT POT 6' O.C. SPRING/SUMMER 10/17/2024 1ST SUBMITTAL
Sagittaria Iatifolia Duck Potato LANDSCAPING NOTES: Anannuatepofessi by an
appropriate professional shows Make all needed repairs
1. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES REGARDING LANDSCAPING. that:he embankment leads immediately.
Sagittaria Iancifolia Bulltoungue 2. IT IS THE RESPONSIBILITY Of THE CONTRACTOR TO ESTABLISH A HEALTHY STAND Of GRASS ON ALL SEEDED repair.
O AREAS.
Saururus cemuus Lizard's tail 3. CONTRACTOR SHALL PROVIDE NATURAL TOPSOIL THAT IS FERTILE, FRIABLE, WITHOUT MIXTURE Of SUBSOIL Clean out the outlat device and
MATERIALS, AND OBTAINED FROM A WELL DRAINED, AVAILABLE SITE. IT SHALL NOT CONTAIN SUBSTANCES dispusu ofany scdirnefd in a
WHICH MAY BE HARMFUL TO PLANT GROWTH. TOPSOIL SHALL BE SCREENED AND FREE FROM CLAY, LUMPS, Clogginghas occurred. location where it will not cause
BEFORE YOU DIG ® Theoutlsldevice impacts to streams orlhesCM DATE DESCRIPTION
STO
Schoenoplectus tabemaemontani Soft stem bulrush STONES, ROOTS, PLANTS, OR SIMILAR SUBSTANCES 1" OR MORE IN DIAMETER, DEBRIS, OR OTHER OBJECTS Q a WHICH MIGHT BE A HINDERANCE TO PLANTING OPERATIONS. TOPSOIL SHALL CONTAIN AT LEAST 4-6%ORGANIC
MATTER BY WEIGHT AND HAVE A PH RANGE Of 5.5 TO 7.0. The Dutietdevice is damaged Repair or replace the outlet DS KXO DS
�� Schoenopleatus americanus Three-square bulrush 4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE WATERING AND THE MAINTENANCE OF ALL LANDSCAPED AREAS device.
CALL 1 800 632-4949 UNTIL THE LATER OF, (a) THIRTY(30) DAYS FOLLOWING THE PLANTING Of THE GRASS AND SHRUBS, OR (b) DESIGN DRAWN CHKD
N.C. ONE-CALL CENTER I Schoenoplectus pungens vat. THE DATE THAT STORE OPENS FOR BUSINESS TO THE PUBLIC. CONTRACTOR SHALL ALSO BE RESPONSIBILITY Weeds or volunteer trees are
Know what's below. un ens FOR THE SURVIVAL Of THE BMP PLANTING MATERIALS DURING THE TWO-YEAR WARRANTY PERIOD AND SHALL Removetneweedsortrees.
p 9 growing cline mail. SCALE H� n/a
ITS THE LAW REPLACE ALL PLANTS THAT DO NOT SURVIVE AT THE END OF THE FIRST YEAR AND AT THE END Of THE Floating wetland Island(If V: n/a
Call before you dig. Seirpus eyperinus Woolgrass SECOND YEAR Of THE WARRANTY PERIOD. applicable) The an&or cable is damaged. Restore t-ie anchor cable to its
5. CONTRACTOR TO VERIFY QUANTITIES PRIOR TO COMMENCING WORK. die con nededormiBeing. design state. OB No. 2201 98-01-01 0
Zizaniopsis miliacea Giant cutgrass 6. ANY DISTURBED AREAS NOT SCHEDULED FOR HARDSCAPE, PLANTINGS, OR MULCH SHALL BE SEEDED LAWN.
REFER TO SITE PLAN FOR LOCATION Of AREAS TO BE SODDED. Erosion or other signs of Repair the damage a c DATE OCTOBER 17, 2024
7. NO PLANT SUBSTITUTIONS ARE PERMITTED WITHOUT WRITTEN APPROVAL Of THE OWNERS REPRESENTATIVE. damage have occurred at the improve the flow dissipation
STORMWATER MANAGEMENT SYSTEM DETAILS TYPICAL LITTORAL SHELF VEGETATION 8. FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB-BASE AND CONSTRUCTION DEBRIS; REMOVE outlet. structure
COMPACTED SOIL AND ADD 18' NEW TOPSOIL, OR TILL AND AMEND THE TOP 18' Of EXISTING SOIL TO MEET FILE No.
2 SCALE: N.T.S. TOPSOIL LANTING MIX STANDARDS FOR TREES. The receiving water
NOT TO SCALE 9. ADJUST TREE PLANTING LOCATIONS TO AVOID UNDERGROUND UTILITIES. PLANT 15' FROM ALL UNDERGROUND are c usi g erosion act pond Contact the local NCDEQ
UTILITIES (SEWER AND STORM DRAINAGE, GAS, WATER, PHONE, AND ELECTRICAL LINES.) sedimenWinn in the receiving Regianat office. ^ .
water. /V
SHEET
Cad file name: V:\220198 - J&K General Contractor, Inc\220198-01-010 (ENG) - Shahbain Farms Posey Farm Rd Raeford NC\Engineering\En gin eering Plans\Construction Documents\220198-01-010-SWD.dwg